Loading...
08-603-009..— B.. CD �- 8„ FLOOR 1 " 5 VERTICAL REINFORCEMENT IN FILLED ALL NEW WiNDOW5 A DOORS (TYPICAL) �+^ //�� « 1 PAGE A -3 S CAL E= 1/4"=V-0" r--- -- ------------------ - -- - -t 9' 1 0 °� F 2 H RATED CEILING= 3 5 /a" STEEL 5TUD5 AT 24" O.C. MAX. 3 1/2" BOUND ATTENUATION MINERAL. FIBER FABER BLANKET IF SCHEDULED 5/S° TYPES 2" 6" WB.D?STUDS +r�(o "20.G.� NOTE- 2 "x4" FIRE STOP PERIMETER CAULKING REQUIRED AT ALL INTERSECTIONS AND FIRE SAFE ALL PENETRATIONS n 2x4 PT WOOD NAILED TO CONC. SLAB W/ I 16d NAILS 4 4" PERIMETER GAULKiNCs` FLOOR SLAB TYPICAL AWNING -i'x5' , (SUBT 11T DRAWINGS FOR A SEPARATE PERMIT) 4" CONC. SLAB . —. .. —.. —.. 1 I4fR FIa teol Fc3 rt i t or Detail N Tr S WP120O ONE LAYER 5 /8" GYPSUM WALLBOARD OR VENEER BASE APPLIED AT RiGHT ANGLER OR PARALLEL TO EACH SIDE OF 3 5 /6" METAL STUDS 24" OR WiTH P TYPE "5" DRYWALL SCREWS B" O.G. TO VERTICAL EDGES AND 12" O.C. TO TOP AND BOTTOM RUNNERS AND INTERMEDIATE STUDS- STAC7GxER ALL VERTICAL AND HORIZONTAL JOINTS 24" O.C. EACH 51DE AND OPPOSITE SIDES. NON BEARING WALL RATING i HR. UNDERWRITER LABORATORY INC. DSiCN No U4sa4 WALL LEGEND EXISTING 8" CBS WALL � NEW 1 � 5 VERT. REINF. BAR iN FILLED CELL PROVIDE 2 HOUR FiRE RATED CONSTRUCTION TWO LAYERS .»K w. . 4" (OR AS NOTED) METAL STUDS -2 I(o"O.C- WITH 1/2 DRYWALL EACH SIDE. PROVIDE CEMENT - BAGGER BOARD FOR ALL CERAMIC TILE 1: {*_ "r t., +kin APPLICATIONS TYPICAL- REFER TO FINfSN , •� a tt y� ;. ;�,r SG- IEDULE AND TO INTERIOR ELEVATIONS. It - PROVIDE 1 HOUR FIRE RATED CONSTRUCTION GA FILE NO. WP 1200. REFER TO DETAILS. } v�� r �� CNS C, Cti, , ITi r-� :� --r =� coy =� Desi n No U408 2 HOURS PARTITION ON BEARING WALL RATING ti t _. -� �_-, v Tr 1 - - .,.� -/ ., STEEL STUDS: Channel chaped, min. 3 -1/2" deep, flan e5 4 3/16" retum5 O Fabricated from min. 25 MSG corrosion- protececi steel, spppaced a max of 24" O.C. Studs to be cut 5/6" less than assembly height and Friction -Fit in place. 3 BATTS 4 BLANKET5 • _ (Optional) Place in stud cavities, any glass fiber O or mineral Ghana to i tiu� d the /orlFirre Rsez kancaMarketing as to OFURRING CHANNELS- Resilient Channels, 25 MSG gale. steel resilient channels spaced max. 24" O.G. , perpendicular to studs, placed over the base Iaye of gypsum panel on one side of the wall, wit flancqie portion sttached to each intersecting stud w/ min. 1 -1/4" long Tyoe "5" or 5 -12 screws. GYPSUM BOARD, Gypsumn panels with beveled, square or taperd edges. O Base layer applied vertically or horizontally On both sides of the studs with vertical joints centered over studs an sta ered one stud cavitqc� on Opp side of studs- Horizontal edge joints rWTiCn applied horizontally) and horizontal butt joints (when applied vertically) on opposite sides oFstuds need not to be stagq ered or backed. pace la er panels attached to studs w/ 1" long. Type S screAis� aced 8" O.C. when applied horizontal)y, or 8" O -C. along the vertical edges 412' O.C. in the Field when applied vertically. Remainin two layers applied verticallyy over resilient channels on the side of the w il. Horizontal Mitt joints centered over resilient channels and stag ered a min. 24" on adjacent layers. vertical joints stagg ered a min. of l2" on add ent layers. First of this two layers attached to channels w/ F-Tonw type 5 5crew5 spaced 12" O.G. Face layer attached to resilient channel w/ I- 18 Type S screws space 12" O.C. JOINT TAPE 4 COMPOUND- vinyl or casein, dryor premixed joint compound ®a lied in two coats to Joints and screw heads of outler lager. Paper t1�ie, nom 2" wide, embcdided in First layer of compound over all joints of outer layer panels. Paper t,pe and joint compound may be ommited when gyp5u p nle5 are supplied with a square edge. Revision By NOTE: PROVIDE CELL SEE FOR DETAIL 3 8' -6 >, 11'_10" AWNING 7'x5' ® (5UBMIT DRAWINGS FOR 8'- '" - A SEPARATE PTE4:k 19' -4„ 19'-2" 8„ 7, -5„ 19, -1„ 5,_2„ (� � AIL I II II (�j� 11 iY/ - � — � rr �1 .- -*-� '' — � � II� II � �l U ,cf7 --� LL �- "c4a � ■ ■ ■ ■ ■■ ■■ ■ ■ ■ OL) ° O 3 q GOLD F.F.E. +13.23' NGVD o I I 0 > >> 4' , „ , „ , I I„ �O O , „ " D a� 14— 3 1 - 0 8'— 6 in'- 7 - _ I C �T I O ^ I ry I � SSi�001"C iOO S.F_ i P�47 0 o 1SOLATiON o7° CEILING H1= 1Czl --IT = 9' -O' CEILING I- IEICsI -IT = 9' -0 a o EX CEILING IH6, = g ' - " OQ A�4 D lfRt,6 I ORBS B D �`0 �u a ❑ O O OFFICE i o kb ACCE51BLE DRINKING FOUNTAIN CEILING= HEIGHT = V -0" i HR I E RATED WALL w 36'' AFF - - - - ( -------- " �� DF D CN - - O I I F.F.E. +13.23' NGVD 1 0 ,> 8 6 IRE RATED ALL I I B C I '_ - - -_.- EXISTING - - -' „ O ® c ©LUMN Z'_ 0 - - —.. .. .. - . —.. —.. .. —.. ._ I .. .. .. .. — — — ABINETOD L•� ,— CHANGING TABLE 500 5. =. 3 I CEILING HEIGHT = g' -0" I 12'-4" I I O AHLI 1 ASNE RYER I I Xv X X I > 2 o I I N �=; 1' -10 ° I I S TI N ,� 1� V �I CD 9, -9„ 4,_ „ 1 I I OCKER5 II _JX I I I 4 STOIRAG I -9 0 4'412 „ D I ® -IE7 S.F. JANITO WK 3 NOTE: ExISTING es iuAL Q' SINK N ' TO BE D €MOLiSHED AND CURTAIN I BEAM TO REMAIrL REFER To ( MI OWAVE SH WE STRUCTURAL DETAIL 5 -I. I I �' uN I S 4-1 - - _ X15T ING �' COLUMN —.. . .. .. - .. .. .. �4 1. — .. —.. — ..I Ir — I E I `l COOK 11' -3" 6'�-`8" CEILING HEIGHT 9' -0" I v36" FLT BTE I PROM PLO © O ® NiSEX KI 00 #-� NDICA�' I 1 2 ^I -7 I N 11' -10" 1�3 ESTROO - —1-1U — f f S.F. V F.F.E. ±13.23' NGVD ^ lO CEILING HEIGHT 5' -0" - - -- — — I �tJ . — � � � � o 10" 1' -1 EXISTING � COLUMN C ANGIN(a 1 o" TABLE p 500 S.P. w ► CEILING HEIGHT 9' -011 Q I I 0 (k N CEILING HEIGHT = 9' -0" 1 11 t 3=X15TING GB5 WALL _519 „ , „ 19 4 - 0 -1 4 - 15 - 0 ■ ■ ■ O TWO OUR O WALL IRE ■ . __.. —. —.. . —.. .. .. .. U OCCUPIED AR A NO UBLIG IN THIS POINT Q W ...____..�.... —.. .. .. —.. .. ..... 1 o --------------------- _____ I 00 N 1�2 �� ® ____________ �±1f� > "' > <sTt _. .. ""`" cal I f� — O— f� F �.. SINK ' 1 GA WH Y' ; j Y — a) jn Fi• I 1 a �pp U ©z C� J w Z 0 I d ui � C14 I Zp m � � Ua Q �� z LO ri- U Q M M Lu a o �n o w N U LL Iii Q 1 2Q_ SI1�K _ N 1 r 0 N DRAWN BY: - J= i�'O GheGICeC1: F. G -P Date: 4�'fi� -14 -08 eca le: cJ' I10lLlr Job No- O 8 O O ■ IN ■ ■ ■ ■ ■ ■ R N EXISTINCs `� ®^ EX15TI iN ® „ „ , „ 10'-7" 12'— 1 14)-77 4-10 9 -11 AWNING 5'x3' L-------------- - - - - -J (SUBMIT DRAWINGS FOR A SEPARATE PERMIT) 795 -1 (��� EXISTiNCx CxARAGE DOOR TO REMAIN AS IS 51'1e,et: O , „ , „ 11 9 -11 I 17 To the best of my knowledge subject drawing comply with FBC. Dade County require a Final Letter of Compliance from Architect. ArWc4iq,�iatiUub5l�fctaWrrg i @lbn by Architect /Engineer. Contractor or subcontractor shall notify Architect prior any change to be done on approved drawings. J